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HomeMy WebLinkAboutR-394906� o Cy) o OLU z r ALIGNMENT CORNER 6 > STA A7+34 7; N :178640.79 � ^ D E:1298975.55 Ox w LU C ALIGNMENT CORNER DO� z N m STA A9+68 ALIGNMENT CORNER N :178598.24 STA LO+74 Ln I E:1299205.04 N:178862.29 E:1301757.63 c_ N I0O I �P ,N Ln o M � o� I � 1 SS-11 W-1 o SS-22, W. �� N o 1 Ao+oo o I to - - o S 2ND ST SS-SSSD-3, W- SS-4 SD-4 _ o �' SD 24 - - o 0 101 ^T , z- DUCT \ o-FO UCT FO DUC + S 2ND ST A23+40-SS-24 SPU RIGHT-OF-WAY 01 SPU PROPERTY o - - - o cV 10 Ko+oo _ K4+ 'O E7+00-E8+0o `� V�y S 2ND ST 00 E9+o0 Fro + 115 ALIGNMENT CORNER o / �� 1 '� �240 1 STA E5+94 F l *' 0 I N:178548.47 '"� '`Sj (%� *••� N SD-24 E:1298661.12 Ln 1 , I o L SS-14 "'I ';� ON � I - =22°23'10° + / ALIGNMENT CORNER > Q Lei 1 I W V) 241 w R=581.46' o BP: o+oo.00 ���i STA E8+30 Y � �j (n w a > > � L=320.00' 00 00 > W w - - - - a N N :178542.01 ___F_a a U) J 1 N PC: 0+68.42 E :1298897. 55 a Q U) > w_j o ALIGNMENT CORNER F- �-I a V� ALIGNMENT CORNER L Sp O z a cn � Q o L STA E2+58 STA E9+95 � (%� N V J J - - - - - o 1 id: 1+s2.01 N:178234.56 N:178512.29 Ln N N 1 pROpF� M J w aLn E:1298540.40 E:1299059.94 N 1 °+' (%� ^ ' r N ri a � + - (n Q C p �' OQ F--1 •-' N + _q F1 + J �Ok a N • . N �o i S 60 1 N SW S NSET gLVD P�.. 3k o00 o M a w 242 243 N CO+pO o c o_j C26+15 114 w LS 3RD ST 244 0 0 0C SS-6 SS-7, SD-7 SS-$� SS-9, o SS-10 2 8 m SD-8 SD_ 0 _ oo SS-11 1 12 11 J� SHEET INDEX: o R= 55 00' rl I 9 `+° SD 10 N _ A STATIONING: SHEETS 1-5 o L=2 14.85' �2 a O L 5 B STATIONING: RAINIER AVE (NO SHEETS) C STATIONING: SHEETS 6-11 cy) 3: Md,1 1 g --- E STATIONING: SHEETS 12-14 N ) 116�, F STATIONING: SHEETS 15-18 I w _ > LU Q G STATIONING: SHEETS 19-20 Ln a w H STATIONING: SHEET 21 k 117 J STATIONING: SHEETS 22-23 K STATIONING: SHEET 24 CONTROL POINT LIST �120 S 4TH ST L STATIONING: SHEETS 25-26 PT # DESCRIPTION NORTHING EASTING ELEVATION w r^i S 4T w 11 g HST Q100 SPIKE 178590.73 1300820.39 40.35' 0 1 Q 101 SPIKE 178608.16 1300500.23 38.67' (n > NOTES 112 SPIKE 177986.91 1300490.15 38.58' a a Y 113 SPIKE 177979.69 1300811.94 40.91' U 1. FIELD SURVEY: KPG, NOVEMBER, 2017 - U 114 NAIL 178017.51 1301108.94 42.84' ALIGNMENT LOCATION TABLE D CEM ERA 2018; EBRUARY 2019,8MAY � a 2019, JANUARY 2020, APRIL 2020 U) 115 NAIL 178529.16 1301122.47 42.05' _ Q T START STA NORTHING EASTING END STA NORTHING EASTING 2. ALL SURVEY MONUMENTS SHALL BE 116 SPIKE 177736.38 1301149.82 42.08' PROTECTED OR REMOVED AND REPLACED Ln 117 NAIL W/TAG 177605.13 1300858.18 39.33' AO+00 N178662.72 E1298241.40 A23+40 N178572.52 E1300576.45 PER CITY STANDARD DETAIL H031 AS N Go 118 SPIKE 177767.37 1299187.39 30.99' o BO+00 N178363.78 E1298223.43 B3+20 N178048.70 E1298255.65 REQUIRED FOR CONSTRUCTION. i 119 SPIKE 177457.42 1299189.04 30.12' 1 + CO+00 N178066.25 E1297920.59 C26+15 N178013.44 E1300534.22 120 MIC 177488.75 1299187.16 0.00' 4'�1A p�' (/� � HORIZONTAL DATUM 238 NAIL 177950.77 1301494.05 45.64' S PLAN EO+00 N178117.71 E1298310.08' E11+51 N178461.48 E1299206.67 wASHINGTON STATE PLANE COORDINATE Q SYSTEM, NORTH ZONE, NAD 83/91 PER CITY 239 NAIL 178082.80 1301759.43 47.11' SCALE: NTS F1+00 N178598.19 E1299208.27 F16+80 N177018.62 E1299171.69 U OF RENTON CONTROL STATIONS 205, 884, N 240 NAIL 178521.58 1301556.23 44.45' LEGEND: GO+00 N178593.70 E1299524.29 G6+00 N177993.87 E1299510.33 1140, AND 1896. a� fu 241 NAIL 178372.33 1301469.55 44.76' Ho+00 N178589.14 E1299840.23 H6+60 N177929.01 E1299824.99 a - - ALIGNMENT VERTICAL DATUM a 242 NAIL 178111.06 1301415.46 44.86' K0+00 N178548.86 E1301424.86 K4+00 N178538.43 E1301824.72 0 243 NAIL 178096.26 1301458.13 44.70' NAVD 88, PER CITY OF RENTON CONTROL SHEET FRAME LO+00 N178913.58 E1301704.71 L9+00 N178036.28 E1301735.70 STATIONS 2133 AND 2128. 0 244 NAIL 177963.18 1301406.08 45.31' NO+00 N179039.76 E1298489.26 N4+00 N178639.82 E1298477.62 R-394906 Ln N 00 NOTICE Jim RECORD SHEET • RENTON DOWNTOWN 0 Y2 1 DESIGNED DRAWINGS SURVEY DATA CONTROL PLAN AND BAW • UTILITY G - 6 Iwo IMPROVEMENTS DRAWN NOTES a IF THIS BAR DOES SEE NOTE ON murraysmi �I NOT MEASURE 1" TTT L QQ 10/26/2022 JJM RECORD DRAWING T NOT TO SCALE EHEN DRAWING IS CHECKED COVER SHEET PROJECT • 2 NO. DATE BY REVISION PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 6 Of 121